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Ms. Katie Larsen <br />September 15, 2016 <br />Page 2 <br /> <br /> <br /> S:\Community Development\Projects\Planning Cases\Eagle Brook Church (Technology Room Expansion)\Staff Reports\20160926 CC\4 20160915 Engineering R <br />2. The designer should verify that the native soils in the proposed infiltration area have a <br />minimum infiltration rate of 0.2 inches per hour (HSG A, B, or C). A soil amendment <br />might be necessary to ensure the system will function as designed. <br /> <br />3. The proposed infiltration basin should be shown to have a draw-down time of no greater <br />than 48 hours. (Draw-down time = depth ÷ infiltration rate) <br /> <br />FLOODPLAIN <br /> <br />1. No floodplain impacted by this development. <br /> <br />WETLANDS <br /> <br />1. No wetlands impacted by this development. <br /> <br />ENVIRONMENTAL <br /> <br />1. The AUAR review was completed and comments are provided within a memo to Katie <br />Larsen dated August 3, 2016, enclosed. <br /> <br />WATER SYSTEM <br /> <br />1. No improvements to the existing on-site water system proposed. <br /> <br />SANITARY SEWER SYSTEM <br /> <br />1. No improvements to the existing on-site sanitary sewer system proposed. <br /> <br />STORM SEWER SYSTEM <br /> <br />1. See Stormwater Management comments. <br /> <br /> <br />TRANSPORTATION <br /> <br />1. The proposed plan is to expand the existing site with a 5,612 square foot addition. The <br />addition has the potential to generate additional traffic. The city engineer has reviewed <br />the Church Expansion project and determined that the potential for a significant increase <br />in traffic volumes to be minimal. No additional traffic study is required. <br /> <br />2. Plans have been submitted to the Anoka County Highway Department for review. The <br />applicant shall address all review comments as a condition of approval. <br /> <br />